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Bridge Statistics for Lenexa, Kansas (KS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lenexa, KS, Kansas, Kansas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 85 Total length: 885 meters (2,904ft) Total costs: $20,466,000 Total average daily traffic: 2,897,588 Total average daily truck traffic: 416,271 National Bridge Inventory (NBI) Registered Bridges for Lenexa
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 415700461528004, Location: 5.4W OF I-35 (Lat: 38.973333, Lng: -94.825000), Route carried "on" structure: City street 1528, Year Built: 1985, Status: Open, Structure Length: 22.56m (74.02ft), Average Daily Traffic: 4,400 (year 2007), Average Future Daily Traffic: 4,400 (year 2027), Design Load: HS 20, Features Intersected: MILL CK. AT & SF. R.R., Facility Carried by Structure: 83RD. ST. M.9-16.2 Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 9, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 415700462101001, Location: 1.2W OF K-7 (Lat: 38.978333, Lng: -94.881667), Route carried "on" structure: City street 2101, Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,600 (year 2007), Average Future Daily Traffic: 4,000 (year 2027), Features Intersected: CLEAR CREEK TRIB., Facility Carried by Structure: 83RD. ST. J.8-16.5 Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 415700462101023, Location: College & Pflumm (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 200 (year 2007), Average Future Daily Traffic: 700 (year 2027), Features Intersected: Storm Drainage, Facility Carried by Structure: College Circle Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 415700462681011, Location: AT QUIVIRA ROAD (Lat: 38.968333, Lng: -94.725000), Route carried "on" structure: City street 2681, Year Built: 1994, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 2,748 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN R.R., Facility Carried by Structure: SANTA FE RAMP Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 515700460000002, Location: 1.3W OF K-7 (Lat: 38.985000, Lng: -94.875000), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2027), Design Load: HS 20, Features Intersected: TRIB. TO CEDAR CREEK, Facility Carried by Structure: 79TH ST. J.7-17.0 Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 515700460000003, Location: 1.5W 0.4S INT. K-7 & 285 (Lat: 38.973333, Lng: -94.828333), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 200 (year 2007), Average Future Daily Traffic: 200 (year 2027), Design Load: HS 20, Features Intersected: COON CREEK, Facility Carried by Structure: WDLND AVE M.7-16.2 Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 515700460000005, Location: 2.2E 2.0N INT. W K-10 & 7 (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 250 (year 2007), Average Future Daily Traffic: 250 (year 2027), Design Load: H 20, Features Intersected: MILL CREEK, Facility Carried by Structure: 87TH LANE N.2-15.8 Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 515700460000006, Location: 1.8W OF I-35 (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,300 (year 2007), Average Future Daily Traffic: 2,300 (year 2027), Design Load: HS 20, Features Intersected: LITTLE MILL CREEK, Facility Carried by Structure: 83RD. ST. Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 515700460000007, Location: 500'W OF I-35 (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1961, Year Reconstructed: 2005, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 45,670 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 55,000 (year 2027), Design Load: H 20, Features Intersected: B.N. R/R MARSHALL DR., Facility Carried by Structure: 87TH STREET Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 41.8m (137.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 515700460000008, Location: 0.5W OF PFLUMM (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 4,010 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2027), Design Load: HS 25, Features Intersected: B.N. R/R SANTA FE DR., Facility Carried by Structure: MARSHALL DRIVE Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 515700460000009, Location: 0.2W OF CANDLELIGHT LANE (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 560 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 700 (year 2027), Design Load: HS 20, Features Intersected: LITTLE MILL CREEK, Facility Carried by Structure: 84TH. ST. TERR. Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 51570046000001, Location: 0.1W OF COTTONWOOD STREET (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 9,500 (year 2027), Design Load: H 20, Features Intersected: LITTLE MILL CREEK, Facility Carried by Structure: 79TH. STREET Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 515700460000012, Location: BETN. GREENWAY AND ACUFF (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2027), Design Load: H 20, Features Intersected: LITTLE MILL CREEK, Facility Carried by Structure: 89TH. STREET Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 515700460000013, Location: BETN. ALLEN AND GREENWAY (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1976, Status: Closed, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2027), Design Load: H 20, Features Intersected: LITTLE MILL CREEK, Facility Carried by Structure: 91ST. TERRACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Excellent, Culverts: Excellent, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $20,000 ( Estimate for 2007) Find on map >>
Structure Number: 515700460000014, Location: BETN. ALDEN AND GREENWAY (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2027), Features Intersected: LITTLE MILL CREEK, Facility Carried by Structure: BRENTWOOD DRIVE Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 515700460000015, Location: BETN HAUSER AND NOLAND RD (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,159 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 8,000 (year 2027), Design Load: H 20, Features Intersected: TRIB. TO INDIAN CREEK, Facility Carried by Structure: 103RD. STREET Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 515700460000016, Location: INT. COLLEGE AND PFLUMN (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 16,893 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2027), Features Intersected: TRIB. TO INDIAN CREEK, Facility Carried by Structure: COL BVD AND PFLUMN Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 515700460000017, Location: 225FT N OF COLLEGE BLVD. (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,128 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,350 (year 2027), Design Load: H 20, Features Intersected: TRIB. TO INDIAN CREEK, Facility Carried by Structure: HAUSER ROAD Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 515700460000018, Location: 480FT S OF EICHER DR. (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,000 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 15,000 (year 2027), Design Load: HS 20, Features Intersected: S. TRIB. TO MILL CREEK, Facility Carried by Structure: RENNER BLVD. Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 51570046000002, Location: 2000FT. NORTH OF K-10 (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 10,000 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 15,000 (year 2027), Design Load: HS 20, Features Intersected: N. TRIB. TO MILL CREEK, Facility Carried by Structure: RENNER BLVD. Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 515700460000021, Location: 1.8 Miles W of Woodland (Lat: 38.973333, Lng: -94.828333), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 600 (year 2007), Average Future Daily Traffic: 2,100 (year 2027), Design Load: HS 25, Features Intersected: COON CREEK, Facility Carried by Structure: EB Prairie St Pkwy Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.1m (10.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 515700460000022, Location: 1.8 Miles W of Woodland (Lat: 38.973333, Lng: -94.828333), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 600 (year 2007), Average Future Daily Traffic: 2,100 (year 2027), Design Load: HS 25, Features Intersected: COON CREEK, Facility Carried by Structure: WB Prairie St Pkwy Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 515700460000024, Location: Prairie Star Pkwy. (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street _, Year Built: 2005, Status: Open, Structure Length: 22.72m (74.54ft), Average Daily Traffic: 6,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 22,700 (year 2027), Features Intersected: BNSF RR and Mill Creek, Facility Carried by Structure: Prairie Star Pkwy. Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 65.0m (213.3ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 12.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 515700460000025, Location: _ (Lat: 38.968333, Lng: -94.811667), Route carried "on" structure: City street _, Year Built: 2005, Status: Open, Structure Length: 22.72m (74.54ft), Average Daily Traffic: 6,000 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 22,700 (year 2027), Features Intersected: BNSF RR and Mill Creek, Facility Carried by Structure: Prairie Star Pkwy. Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 65.0m (213.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 12.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 999900700462411, Location: 1.00 MI N JCT K7&K10 (Lat: 38.957500, Lng: -94.852778), Route carried "on" structure: City street 215, Year Built: 1982, Status: Open, Structure Length: 8.31m (27.26ft), Average Daily Traffic: 1,585 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 2,171 (year 2027), Design Load: HS 20, Features Intersected: K7 HWY, Facility Carried by Structure: 95TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.31m (27.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $276,000, Roadway Improvement Cost: $28,000, Total Project Cost: $414,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999901000462391, Location: 3.95 MI E OF K-7 (Lat: 38.941944, Lng: -94.779722), Route carried "on" structure: State highway 10, Year Built: 1981, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 31,650 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 83,977 (year 2027), Design Load: HS 20, Features Intersected: RS1551, RENNER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.890, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.73m (25.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $30,000, Total Project Cost: $455,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999901000462401, Location: 3.96 MI E OF K-7 (Lat: 38.941667, Lng: -94.779167), Route carried "on" structure: State highway 10, Year Built: 1981, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 31,500 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 83,579 (year 2027), Design Load: HS 20, Features Intersected: RS1551, RENNER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.906, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.45m (24.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $29,000, Total Project Cost: $439,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999903500460271, Location: 0.51 MI NE I435, WL (Lat: 38.952500, Lng: -94.735833), Route carried "on" structure: Interstate 35, Year Built: 1959, Year Reconstructed: 1985, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 51,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 72,866 (year 2027), Design Load: HS 20+Mod, Features Intersected: URB2751,PFLUMM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 359.016, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.08m (19.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $26,000, Total Project Cost: $397,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999903500460281, Location: 0.52 MI NE I435, NB (Lat: 38.952222, Lng: -94.735556), Route carried "on" structure: Interstate 35, Year Built: 1959, Year Reconstructed: 1985, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 51,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 72,866 (year 2027), Design Load: HS 20+Mod, Features Intersected: URB2751,PFLUMM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.983, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.08m (19.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $28,000, Total Project Cost: $427,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999903500462481, Location: 1.44 MI NE I435 (Lat: 38.963333, Lng: -94.725556), Route carried "on" structure: City street 2824, Year Built: 1985, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 27,125 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 37,161 (year 2027), Design Load: HS 20, Features Intersected: I35 HWY, NB/SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.42m (34.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $649,000, Roadway Improvement Cost: $65,000, Total Project Cost: $974,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999903500462791, Location: 3.59 MI NW OLD 169 & 150 (Lat: 38.927778, Lng: -94.756944), Route carried "on" structure: City street 2874, Year Built: 1990, Status: Open, Structure Length: 17.32m (56.82ft), Average Daily Traffic: 23,620 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 32,359 (year 2027), Design Load: HS 20, Features Intersected: I35 HWY WL-EL SCSF RY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.32m (56.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $39,000, Total Project Cost: $588,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999903500462801, Location: 3.59 MI NW OLD 169 & 150 (Lat: 38.927778, Lng: -94.756944), Route carried "on" structure: City street 2874, Year Built: 1990, Status: Open, Structure Length: 17.32m (56.82ft), Average Daily Traffic: 23,620 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 32,359 (year 2027), Design Load: HS 20, Features Intersected: I35 HWY WL-EL SCSF RY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.32m (56.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $39,000, Total Project Cost: $588,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999903500462921, Location: 1.676 MI NE I-435 (Lat: 38.966111, Lng: -94.723333), Route carried "on" structure: City street 2801, Year Built: 1994, Status: Open, Structure Length: 36.52m (119.82ft), Average Daily Traffic: 21,190 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 29,030 (year 2027), Design Load: HS 20, Features Intersected: I35/LENEXA DR/MARSHALL, Facility Carried by Structure: QUIVIRA RD VD NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 36.52m (119.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $827,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,240,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999903500462931, Location: 1.675 MI NE I-435 (Lat: 38.966111, Lng: -94.723333), Route carried "on" structure: City street 2801, Year Built: 1994, Status: Open, Structure Length: 36.52m (119.82ft), Average Daily Traffic: 21,190 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 29,030 (year 2027), Design Load: HS 20, Features Intersected: I35/LENEXA DR/MARSHALL, Facility Carried by Structure: QUIVIRA RD VD SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 36.52m (119.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $827,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,240,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999903500463491, Location: JCT I-35/87TH STREET (Lat: 38.970278, Lng: -94.697778), Route carried "on" structure: City street 2800, Year Built: 2004, Status: Open, Structure Length: 7.64m (25.07ft), Average Daily Traffic: 47,880 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 65,596 (year 2027), Features Intersected: I-35 HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 78.3m (256.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 78.3m (256.9ft), Out-to-Out Width: 79.0m (259.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.64m (25.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,480,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,219,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 999903500463501, Location: RAMP 87TH TO I35 NB (Lat: 38.970833, Lng: -94.718333), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 3.54m (11.61ft), Features Intersected: RAMP 87TH TO I35 NB, Facility Carried by Structure: I35 CD TO 75TH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.737, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft) Condition: Culverts: Very good, Operating Rating: 51.0 metric tons, Inventory Rating: 51.0 metric tons, Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $8,000, Total Project Cost: $124,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 999906900461361, Location: JCT US69/I35 HWY (Lat: 38.975833, Lng: -94.713611), Route carried "on" structure: US 69, Year Built: 1973, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 30,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 45,461 (year 2027), Design Load: HS 20, Features Intersected: I35 HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 235.821, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.56m (41.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $38,000, Total Project Cost: $569,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999906900463481, Location: 2.62 MI N I-435/U-69 JCT (Lat: 38.970278, Lng: -94.692778), Route carried "on" structure: City street 2800, Year Built: 2007, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 31,695 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 43,422 (year 2027), Features Intersected: US-69 HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.8m (140.4ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 42.8m (140.4ft), Out-to-Out Width: 43.4m (142.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.84m (19.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $618,000, Roadway Improvement Cost: $62,000, Total Project Cost: $927,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 999943500460401, Location: JCT I35/I435, WB (Lat: 38.942222, Lng: -94.754167), Route carried "on" structure: Interstate 435, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 59,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 107,464 (year 2027), Design Load: HS 20+Mod, Features Intersected: I35 HWY Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 708.845, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $458,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999943500460411, Location: JCT I35/I435, EB (Lat: 38.942222, Lng: -94.754444), Route carried "on" structure: Interstate 435, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 59,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 107,464 (year 2027), Design Load: HS 20+Mod, Features Intersected: I35 HWY Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 708.843, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $458,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999943500460421, Location: 0.35 MI E I35, WB (Lat: 38.939722, Lng: -94.748333), Route carried "on" structure: Interstate 435, Year Built: 1965, Year Reconstructed: 1985, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 59,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 107,464 (year 2027), Design Load: HS 20+Mod, Features Intersected: URB2751,PFLUMM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 708.295, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $16,000, Total Project Cost: $247,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999943500460431, Location: 0.36 MI E I35, EB (Lat: 38.939722, Lng: -94.748333), Route carried "on" structure: Interstate 435, Year Built: 1965, Year Reconstructed: 1985, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 59,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 107,464 (year 2027), Design Load: HS 20+Mod, Features Intersected: URB2751,PFLUMM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 708.280, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $20,000, Total Project Cost: $306,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999943500461611, Location: 0.24 MI W I35, EB (Lat: 38.942500, Lng: -94.759722), Route carried "on" structure: Interstate 435, Year Built: 1964, Year Reconstructed: 1986, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 58,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 127,085 (year 2027), Design Load: HS 20+Mod, Features Intersected: SFRR & SANTA FE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.992, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $530,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 999943500462031, Location: 0.27MI W OF I35 WB (Lat: 38.942778, Lng: -94.758889), Route carried "on" structure: Interstate 435, Year Built: 1978, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 58,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 127,085 (year 2027), Design Load: HS 20+Mod, Features Intersected: SFRR & SANTA FE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.960, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $417,000, Roadway Improvement Cost: $42,000, Total Project Cost: $626,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 999943500462191, Location: 0.79 MI W JCT I435/I35 (Lat: 38.944444, Lng: -94.768889), Route carried "on" structure: Interstate 435, Year Built: 1980, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 50,500 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 110,652 (year 2027), Design Load: HS 20+Mod, Features Intersected: URB2701, LACKMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.988, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.08m (16.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $448,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Discuss this city on our hugely popular Kansas forum Back to: Lenexa, KS, Kansas, All US cities.
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